Cole Village Demo SPECIFICATIONS_9-10-25 FINAL.pdf

NMS203-19B

Technical

Specifications for

The Construction of

NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

Cole Village Demolition

September 2025

OWNER: New Mexico State University

Las Cruces Campus

1780 E University Ave

Las Cruces, New Mexico 87020

ENGINEER: John Montoya, P.E., P.S.

MOLZEN CORBIN

1155 Commerce Drive, Suite F

Las Cruces, New Mexico 88011

ENGINEER OF RECORD

Molzen Corbin

1155 Commerce Drive, Suite F

Las Cruces, New Mexico 88011

(575) 522-0049

The technical material and data contained in the specifications were prepared under the supervision and direction of the undersigned, whose seal as a Professional Engineer, licensed to practice in the State of New Mexico, is affixed below.

9-10-25 N.M.P.E. No. 12423

John T. Montoya

All questions about the meaning or intent of these documents shall be submitted only to the

Engineer of Record, stated above, in writing.

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 00 01 Specification Format

01 11 00 Summary of Work

01 12 16 Work Sequence

01 14 02 Utility Obstructions

01 14 03 Regulatory Requirements

01 14 16.01 Coordination with Public and Utility Interruptions

01 14 19 Use of Site

01 29 00 Payment Procedures

01 31 19 Project Meetings

01 32 13 Construction Schedules

01 33 23 Shop Drawings, Product Data, and Samples

01 42 13 Abbreviations and Acronyms

01 42 19 Reference Standards

01 45 16.14 Digital Video Recording

01 45 23 Owner-Furnished Testing Laboratory Services

01 51 00 Temporary Utilities

01 55 00 Traffic Regulation

01 56 00 Barriers

01 57 00 Temporary Controls

01 58 01 Project Bulletin Board

01 58 13 Project Identification Signs

01 71 23 Field Engineering

01 74 00 Cleaning and Waste Management

01 74 17 Storm Drainage Discharge Compliance

01 77 00 Contract Closeout

01 78 39 Project Record Documents

DIVISION 02 – EXISTING CONDITIONS

02 00 00 Existing Conditions

02 41 00 Demolition

02 41 13.26 Handling of Asbestos Cement Pipe

DIVISION 03 – Concrete

03 30 00 Concrete

DIVISION 31 – EARTHWORK

31 10 00 Site Clearing

31 10 00 Removals

31 22 00 Grading

31 22 01 Fills and Berms

31 23 33 Trenching and Backfilling

DIVISION 33 – UTILITIES

33 12 01 Water Systems

33 31 01 Sanitary Sewerage Systems

PS 01 11 00-1 Summary of Work-C (Water Lines)

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 WORK INCLUDED

A. Work under this Contract consists of the demolition of the Cole Village housing complex on the campus of New Mexico State University. This is for the Demolition of the structures only and is described within the Drawings and these Specifications for New Mexico State University (NMSU).

1.02 DESCRIPTION

A. Work included under this Contract:

1. The abatement of the hazardous materials, asbestos and lead. This is described in specification Section 02 00 00 Existing Condition.

2. Utility shut off including water system, electric system, gas system and sanitary sewer.

3. Complete removal of the buildings in a phased approach as defined in the plans as described in the plans.

1.03 CONTRACT

A. The Work shall be performed under a single lump sum bid item.

B. For payment, the Contractor shall provide a Schedule of Values for each building identified in the plans. This Schedule will also serve as the basis for awarding additional work beyond each phase, allowing the Owner to expend available funding to its limits.

1.04 SUMMARY BY REFERENCES

A. Work of the Contract can be summarized by references to the Contract, General

Conditions, Supplementary Conditions, Specification Sections, Drawings, Addenda and Modifications to the Contract Documents issued subsequent to the initial printing of this Project Manual and including, but not necessarily limited to, printed material referenced by any of these. It is recognized that work of the Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon, including weather conditions and other forces outside the Contract Documents.

1.05 CONTRACTOR USE OF THE PREMISES

A. The immediate premises of work will be at the disposal of the Contractor during the construction period.

SS 01 00 01-1

SECTION 01 00 01

SPECIFICATION FORMAT

1.01 FORMAT

A. The Division 1 through 48 Specifications are written in imperative and abbreviated form. This imperative language is directed at the Contractor, unless specifically noted otherwise. Incomplete sentences shall be completed by inserting “shall”, “the

Contractor shall”, and “shall be” or similar mandatory phrases by inference in the same manner as they are applied to notes on the Drawings. The words “shall be” are to be placed by inference where a colon (:) is used within sentences or phrases.

Except as worded to the contrary, the Contractor shall fulfill (perform) all indicated requirements whether stated imperatively or otherwise.

B. All equipment and facilities shall be furnished, installed, and constructed by the

Contractor to provide the Owner with complete, ready to use components, systems, and facilities. All necessary materials and Work required to accomplish this are the responsibility of the Contractor alone, whether or not specifically indicated on the

Drawings or stated in the Specifications.

C. The various Sections of the Division 1 through 48 Specifications may contain references to standards, other specification sections, or items that do not apply to the

Work covered in this project. These inappropriate references are to be considered irrelevant and ignored by the Contractor. If conflicts arise from erroneous references or lack of references to standards or other specification sections, Engineer will determine the relevancy of the apparent conflicts.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

PS 01 11 00-2 Summary of Work-C (Water Lines)

1.06 SPECIAL CONDITIONS

A. Hazardous Material Abatement:

1. Remove and dispose in accordance with all local, state and federal standards.

1.07 FILL MATERIAL

A. All fill material provided by Contractor shall be in full compliance with requirements stipulated in Section 31 22 01 Fills and Berms, ordinary fill.

B. Contractor is solely responsible for providing suitable backfill material where needed at no additional cost to Owner.

C. Calculation of earth work for shall be the contractor’s responsibility.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 EXECUTION

A. General: Immediately after award of the Contract, thoroughly and clearly advise all necessary personnel as to the nature and extent of the project.

PS 01 12 16-1 Work Sequence-A (WRRF)

SECTION 01 12 16

WORK SEQUENCE

1.01 GENERAL DESCRIPTION OF WORK SEQUENCE TO FACILITIES

A. Work under this Contract consists of the demolition of the Cole Village housing complex on the campus of New Mexico State University. This is for the Demolition of the structures only and is described within the Drawings and these Specifications for New Mexico State University (NMSU).

1.02 WORK SEQUENCE REQUIREMENTS

A. Phase 1 – Removal of buildings shown on plan Sheet G-109.

1. Buildings to be removed are located along the east side of the complex.

2. Hazardous materials (asbestos and lead) shall be removed and disposed of in accordance with the Existing Conditions Report prepared by AnE.

3. These two-story buildings shall be demolished from the top down.

4. Sewer lines shall be video-inspected, and any necessary repairs shall be completed.

5. Voids left by foundations shall be graded in accordance with the general grading plan shown on Sheet G-102.

B. Phase 2 – Removal of buildings shown on plan Sheet G-109.

1. Buildings to be removed are located along the northwest area of the complex.

2. Hazardous materials (asbestos and lead) shall be removed and disposed of in accordance with the Existing Conditions Report prepared by AnE.

3. These two-story buildings shall be demolished from the top down.

4. Sewer lines shall be video-inspected, and any necessary repairs shall be completed.

5. Voids left by foundations shall be graded in accordance with the general grading plan shown on Sheet G-102.

C. Phase 3 – Removal of buildings shown on plan Sheet G-109.

1. Buildings to be removed are located along the center area of the complex.

2. Hazardous materials (asbestos and lead) shall be removed and disposed of in accordance with the Existing Conditions Report prepared by AnE.

3. These two-story buildings shall be demolished from the top down.

4. Sewer lines shall be video-inspected, and any necessary repairs shall be completed.

5. Voids left by foundations shall be graded in accordance with the general grading plan shown on Sheet G-102.

D. Phase 4 – Removal of buildings shown on plan Sheet G-109.

1. Buildings to be removed are located along the southwest area of the complex.

PS 01 12 16-2 Work Sequence-A (WRRF)

2. Hazardous materials (asbestos and lead) shall be removed and disposed of in accordance with the Existing Conditions Report prepared by AnE.

3. These two-story buildings shall be demolished from the top down.

4. Sewer lines shall be video-inspected, and any necessary repairs shall be completed.

5. Voids left by foundations shall be graded in accordance with the general grading plan shown on Sheet G-102.

1.03 GENERAL REQUIREMENTS

A. Contractor shall coordinate, schedule, and execute work as shown on the plans.

B. Electricity Supply:

1. Coordinate all disruptions through Owner a minimum of three full normal working days prior to disruption.

C. Emergency Response:

1. Provide positive method of contacting Contractor’s representatives by Engineer and by Owner’s plant operating staff at any time.

2. Exception: At Contractor’s request, and with approval of the Engineer, requirement will be waived for specific periods when state of construction cannot result in emergencies requiring Contractor response.

D. Storm Drainage Discharge Compliance:

1. Prepare a Storm Water Pollution Prevention Plan and file all required USEPA-

NPDES Program documents prior to commencement of construction, see

Section 01 74 17 for requirements.

E. Contractor is responsible for all damages resulting from this project.

1. To the existing utilities that are to remain.

2. The roads through campus that were used for access to the site by heavy equipment.

1.04 SUBSTANTIAL COMPLETION

A. Refer to Section 01 77 00 – Contract Closeout, for description of Substantial

Completion.

1.05 ADJUSTMENTS TO SEQUENCING REQUIREMENTS

A. The Owner may require the Contractor to make adjustments to the requirements of the Section to accommodate unforeseen conditions and situations. Reasonable adjustments shall be made by the Contractor at no additional cost to the Owner or additional Contract time.

PS 01 12 16-3 Work Sequence-A (WRRF)

1.06 TIME EXTENSIONS FOR ABNORMAL AND UNFORSEEABLE WEATHER

(ADVERSE WEATHER DELAYS)

A. This provision specifies the procedure for the determination of time extensions for abnormal and unforeseeable weather in accordance with General Condition Section

12.03 - Delays. In order for the Engineer to award a time extension under this clause, the following conditions must be satisfied:

B. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

C. The abnormal and unforeseeable weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

D. The following schedule of monthly anticipated adverse weather delays is based on

National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

Monthly Anticipated Adverse Weather Delay

Work Days Based on 5-Day Work Week

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

5 3 2 2 2 1 1 1 1 2 3 5

E. An actual adverse weather day must prevent work for 50 percent or more of the

Contractor's workday and be documented by the Contractor. The Owner's representative observing the construction shall determine on a daily basis whether or not work can proceed on a given date, within 2 calendar days of that date. The

Owner will use the above written notification in determining the number of working days for which work was delayed during each month.

F. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (B), above, the Engineer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the General

Conditions.

PS 01 12 16-4 Work Sequence-A (WRRF)

SS 01 14 02-1

SECTION 01 14 02

UTILITY OBSTRUCTIONS

A. General provisions for handling utility obstructions and relocations.

1.02 UTILITIES SHOWN ON DRAWINGS

A. The Engineer has made reasonable efforts to show the general location of existing underground and overhead utility lines on the Drawings; however, Contractor shall recognize that buried utilities may not be in the locations shown on the Drawings, or there may be other utilities that are not shown on the Drawings.

1.03 CONTRACTOR RESPONSIBILITIES

A. For excavation work in New Mexico, Contractor is responsible to comply with the

New Mexico Excavation Law (NMEL), as published in New Mexico Statutes

Annotated (NMSA) 1978, section 62-14. Section 62-14-3 of the law requires the excavating Contractor to:

1. Call the local notification center of NM811 One-Call in advance of excavating.

2. NM811 One-Call will notify utility owners or operators to locate and mark their utilities.

3. Notify directly all utility owners or operators who are not members of the local one-call center to locate and mark their utilities.

4. In general, any utility located on the Owner’s plant or station property belongs to the Owner past the utility meter or other termination point. The Owner is responsible to locate and mark such utilities.

5. Do not start excavation until all utility owners have located and marked their utilities.

6. Do not use mechanical excavation equipment, including bores and plows, within 18-inches horizontally of the utility marks (tolerance zone) and continue excavation in a manner necessary to prevent damange.

7. Repair any damage to utilities caused by Contractor, and report to utility owner and NM811 One-Call.

B. Additional Owner Requirements:

1. Use non-mechanical means of excavating within 18-inches of marked utilities to expose the utilities such as by hand digging or vacuum/dry type potholing.

C. Comply with requirements of Section 01 12 16 – Work Sequence and Special Project

Requirements, Paragraph 1.xx – Coordination with xxxxxx utility owners.

D. This work will be considered incidental Work to the Contract Documents’ bid items.

SS 01 14 02-2

1.04 RELOCATION OF OVERHEAD UTILITIES

A. Determine in advance of construction operations if overhead utility lines, support structures, poles, guys, etc., whether shown on the Drawings or not, will obstruct construction operations. If any obstruction to construction operations is evident, coordinate with the appropriate utility company to remove or relocate the utility obstructions. Any charges by any utility company for removal or relocation of overhead utilities are the sole responsibility of the Contractor at no additional cost to the Owner.

1.05 RELOCATION OF UNDERGROUND UTILITIES

A. Determine in advance of construction operations locations of all underground utilities

(gas, telephone, fiber optic cable, electrical, cable TV, water, sewer), whether shown on the Drawings or not, that may interfere with Contractor’s construction operations.

B. All Underground Utilities Except Water and Sewer Lines: Coordinate with the appropriate utility company to remove or relocate the existing utilities which interfere with construction. Utility company charges for relocating these existing utilities will be paid from the utility line relocation allowance listed on the Bid Proposal.

C. Water and Sewer Lines:

1. Adjust alignment on any waterline which Contractor is constructing to avoid existing underground utility lines and/or to maintain a minimum three feet of cover; Take other measures necessary (encasement of water or sewer line, change of pipe material, etc.) to protect new and existing lines.

2. Adjust alignment of all existing waterlines as appropriate or required to avoid interference with:

3. new sewer lines, or;

4. new structures, or;

5. new roadway, or;

6. to maintain at least three feet of cover over existing waterlines unless otherwise approved in writing by Engineer.

7. The following incidental work to be performed at no additional cost to Owner:

All work required to adjust alignment of new waterlines around any existing waterlines or sewer lines, or other measures necessary to protect new and existing lines.

SS 01 14 03-1

SECTION 01 14 03

REGULATORY REQUIREMENTS

1.01 APPLICABLE CODES AND ORDINANCES

A. All Work shall conform to the current versions of all applicable building, mechanical, plumbing, and electrical codes.

B. Contractor is responsible for acquiring all applicable building, mechanical, plumbing, and electrical permits related to this project.

C. Comply with all local laws, ordinances, and regulations which may impact

Contractor’s work.

1.02 OSHA REQUIREMENTS

A. All equipment and facilities provided, including but not limited to, handrails, guardrails, grating, hoists, equipment guards, ladders, etc., shall meet OSHA requirements whether or not such requirements are specifically indicated or described in the Contract Documents.

B. Any conflicts between OSHA requirements and Contract Documents shall be brought to the attention of the Engineer on a timely basis for resolution.

SS 01 14 16.01-1

SECTION 01 14 16.01

COORDINATION WITH PUBLIC AND UTILITY INTERRUPTIONS

1.01 PUBLIC ACCESS

A. Provide for continuous public access to all residences, businesses, and properties via existing roads, alleys, and driveways whenever practical.

B. Provide alternate public access to all residences, businesses, and properties in coordination with affected residents and occupants when existing access arrangements must be disrupted by Contractor’s work whenever practical.

C. Notify public at least three (3) calendar days in advance of interrupting public access.

1.02 UTILITY INTERRUPTIONS

A. Coordinate any water shut-off operation with the Owner not less than three (3) working days prior to initiating any work affecting existing water utilities. Limit water service shut-off to four (4) hours. Keep Owner informed of work areas on a daily basis, and specifically notify Owner of areas where fire hydrants will be out of service.

B. Notify all customers at least three (3) calendar days in advance of interrupting utility service.

C. Keep interruptions of utility service at a minimum as to number of users and duration.

1.03 NOTICES

A. Construction Notices Before Construction:

1. Delivered not more than seven (7) calendar days nor less than four (4) calendar days prior to actual physical construction on each line or line segment.

2. Corrected notices delivered if construction does not start within 48 hours of date given in notice.

3. Written notice to state:

a. Contractor’s name, address, and local telephone number.

b. Nature of work to be done.

c. Disruption residents or businesses might expect.

d. Expected duration of construction.

e. Contractor’s local telephone number to which complaints may be made during normal working hours.

f. Contractor’s local telephone number to which emergency conditions can be reported during non-working periods.

SS 01 14 16.01-2

B. Construction Notices After Construction:

1. Delivered not more than seven (7) calendar days following construction on each line or line segment.

2. Written notice to state:

a. Contractor’s name, address, and telephone number.

b. Thank residents and businesses for cooperation and report work is completed in applicable area.

C. Special Notices:

1. Inform residents and businesses personally and by written notice whenever access to property will be impaired or utility service will be interrupted, stating scheduling of such action.

D. Notice Delivery:

1. Hand delivery to each resident and business adjacent to or which may be reasonably expected to be affected by construction.

2. Do not deliver notices in mail boxes or mail slots. Use other delivery methods such as door hangers.

1.04 SCHEDULE OF SPECIAL REQUIREMENTS FOR THIS PROJECT

A. Provide all notices included above.

PART 3 EXECUTION (NOT USED

SS 01 14 19-1

SECTION 01 14 19

USE OF SITE

1.01 AVAILABLE SITES

A. Sites and easement limits available for the construction of the project are shown on the Drawings. Contractor shall not utilize any land not indicated as being available without the written approval of the applicable land owner.

B. If the Contractor requires the entire width of right-of-way or easement for construction, it shall be the Contractor’s responsibility to have a licensed land surveyor establish the right-of-way line where it is not apparent.

1.02 PROTECTION AND RESTORATION

A. All existing features and improvements to or on easements shall be restored by the

Contractor equivalent to those existing prior to construction at no additional cost to the Owner. Compliance with special requirements or considerations indicated on the

Drawings for the use of easements shall be the Contractor’s responsibility at no additional cost to the Owner.

B. Trees within construction easement shall be preserved to maximum practical extent, unless specifically indicated in the Drawings.

1.03 SPECIAL CONSTRUCTION METHODS

A. Special and hand construction methods may be required to remain within the available easements. Such methods shall be used by the Contractor at no additional cost to the Owner.

B. Other Contractors could be working on related work at or near the site; therefore, the

Contractor is expected to cooperate and provide adequate access to all other working parties at or near the site.

1.04 STAGING AREAS

A. Contractor staging areas are to be considered incidental Work to the Contract

Documents’ Bid Items.

B. Staging area will be provided by the Owner, within the Cole Village Complex.

PART 3 EXECUTION (NOT USED

SS 01 14 19-2

PS 01 29 00-1

SECTION 01 29 00

PAYMENT PROCEDURES

1.01 SECTION INCLUDES

A. Measurement and Payment

B. Schedule of Values

C. Application for Payment

1.02 ADDITIONAL REQUIREMENTS

A. Agreement and corresponding Bid.

B. Conditions of the Contract: Progress payments and final payments.

1.03 MEASUREMENT AND PAYMENT

A. Lump Sum Items: Payment for all lump sum Bid Items includes all Work, labor, and materials required to provide a complete ready to use installation.

1. Provide a schedule of values to the owner for review and approval.

2. The schedule of values shall be broken out by phase and building number.

B. Materials:

1. Payment for materials delivered but not fully incorporated in project only made if such materials are included in the Schedule of Values and if such materials are available for inspection at Contractor’s jobsite yard.

2. For small projects for which a schedule of values is not required, payment for materials delivered but not fully incorporated in the project will only be made if such materials are available for inspection at Contractor’s jobsite yard, and for which invoices are presented to Engineer.

3. Payment for materials delivered but not fully incorporated into the project is only allowed if made without any Contractor markup or any other associated fees.

PS 01 29 00-2

C. Incidental Work:

1. All Work, labor, materials, appurtenances, activities, and requirements to complete the facilities complete in place and ready for use, and to comply with all requirements and conditions of the Contract Documents are considered incidental Work to the Contract Documents’ Bid Items. No separate, additional or special payment will be due the Contractor for incidental Work.

2. Above, on, or below ground obstructions, utilities, features or improvements which interfere with the Work or which must be moved, removed and/or restored to accomplish the Work are considered as incidental Work for which separate payment will not be made if separate Bid Items or allowances are not specifically given for such in the Contract Documents.

3. Field survey of existing roadway prior to removal of asphaltic paving.

4. Traffic control work, signs, and devices unless otherwise specifically provided in the Bid Schedule.

5. Final adjustment of existing or new manhole rims, water valves, water meter lids, and fire hydrants to new finished grade, unless otherwise specifically provided in the Bid Schedule.

6. Repair of existing water service lines of 1” and smaller.

7. Repair of existing sewer service laterals of 4” and smaller.

8. Television inspection of sewer piping.

9. All clearing and disposal costs.

10. Compliance with requirements of storm water discharge permit as specified by

USEPA and as specified in these Contract Documents.

D. Operation and Maintenance Manual: For equipment requiring Operation and

Maintenance Manuals, no payment for installation of said equipment will be made to the Contractor until final Operation and Maintenance Manuals have been submitted and accepted by the Engineer.

E. Mobilization, Insurance and Bonds: Bid Item amount is shown on the Bid Form.

F. Demobilization and Submittal of All Closeout Documents: Bid Item is shown on the

Bid Form. Fifty percent of Bid Item will not be paid until Contractor has completed all

Closeout Submittals to Engineer as specified in Section 01 77 00 – Contract Closeout.

1.04 SCHEDULE OF VALUES

A. Requirements Included:

1. Submit to the Engineer a Schedule of Values allocated to the various portions of the Work, within 15 days after start of Contract Time.

2. Upon request of the Engineer, support the values with data which will substantiate their correctness.

3. The Schedule of Values, unless objected to by the Engineer, shall be used only as the basis for the Contractor’s Application for Payment.

B. Form and Content of Schedule of Values:

PS 01 29 00-3

1. Type Schedule on 8-1/2” x 11” white paper; Contractor’s standard forms and automated printout will be considered for approval by Engineer upon

Contractor’s request. Identify Schedule with:

a. Title of Project and location.

b. Engineer and Project number.

c. Name and address of Contractor.

d. Contract designation.

e. Date of submission.

2. Schedule shall list the installed value of the component parts of the Work in sufficient detail to serve as a basis for computing values for progress payments during construction. Schedule shall include all Work shown on Drawings and indicated in Specifications. Schedule shall be subdivided by categories with subtotals shown for each Bid Item listed in the Bid.

3. Follow the table of contents of this Project Manual as the format for listing component items.

a. Identify each line item with the number and title of the respective major

Section of the Specifications.

b. List items paid via allowances separately from the rest of the Work and at the end of the Schedule.

4. For each major line item list subvalues of major products or operations under the item.

5. Each of the various portions of the Work (excluding allowance items) listed in the Schedule of Values shall include a directly proportional amount of the

Contractor’s overhead and profit.

6. The unit values of the materials or equipment for which progress payments will be requested prior to installation and demonstration shall be broken down into:

a. Cost of the material or equipment, delivered and unloaded at the site, with taxes paid.

b. Installation costs, including Contractor’s overhead and profit.

c. Shakedown and demonstration of equipment and/or systems.

d. Operator training and/or manufacturer’s inspection and/or certifications if required.

7. The unit quantity for bulk materials shall include an allowance for normal waste.

8. The sum of all values listed in the Schedule shall equal the total amount of

Contract.

9. No payment will be made exclusively for Contractor’s preparation of

Submittals.

1.05 APPLICATIONS FOR PAYMENT

A. Requirements Included:

1. Submit Applications for Payment to Engineer in accordance with the Schedule established by conditions of the Contract and Agreement between Owner and

Contractor.

B. Format and Data Required:

PS 01 29 00-4

1. Cover and signature page: As reviewed and approved by Engineer.

2. Sheet size: 8.5” x 11” or 8.5” x 14”.

3. Payment items: Follow approved Schedule of Values.

4. Preparation: Typed or machine printed.

5. Columns Included:

a. Bid or Payment Item (from Schedule of Values)

b. Unit

c. Contract:

1) Contract or scheduled unit price

2) Quantity

3) Total price

d. Previously Completed:

1) Quantity

2) Total price

e. Completed this Period:

1) Quantity

2) Total price

f. Total to Date:

1) Quantity

2) Total price

6. Contractor’s standard format can be used if it meets these requirements or is approved by the Engineer.

7. Submit draft Payment Applications electronically in Microsoft “EXCEL” spreadsheet format to Engineer for review. Include all supporting documents in e-mail to Engineer. Note: Payment Applications in PDF format for review purposes are not allowed.

C. Preparation of Application for Each Progress Payment:

1. Application Form:

a. Fill in required information, including that for Change Orders executed prior to date of submittal of Application.

b. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets.

c. Execute certification with signature of a responsible officer of Contract firm.

2. Continuation Sheets:

a. Fill in total list of all scheduled component items of Work, with item number and scheduled dollar value for each item.

b. Fill in dollar value in each column for each scheduled line item when

Work has been performed or products stored.

c. List each Change Order executed prior to date of submission, at the end of the continuation sheets.

d. List by Change Order Number and description, as for an original component item of Work.

D. Substantiating Data for Progress Payments:

1. Submit with each copy of Application:

PS 01 29 00-5

a. Properly identified invoices supporting requests for materials payments.

b. Properly identified invoices for inspection testing allowance payments.

c. Labor standards certificate in accordance with example form to be provided by Engineer.

d. If required by Engineer, Certificate of Payment of all suppliers and subcontractors for which payment has previously been received from

Owner, in accordance with example form to be provided by Engineer.

e. Copy of Construction Schedule showing progress to date.

E. Preparation of Application for Final Payment:

1. Fill in Application form as specified for progress payments.

2. Provide Certificate of Payment of all suppliers and subcontractors.

3. Provide Release of Lien Certificates from all subcontractors.

F. Submittal Procedure:

1. Review quantities and obtain concurrence of Engineer’s field representative before submission.

2. Submit Applications for Payment to Engineer at the times stipulated in the

Agreement.

3. Number: Seven printed copies of each final, executed application, unless otherwise agreed to at the Pre-Construction Conference.

4. When Engineer finds Application properly completed and correct, he will transmit Certificate for Payment to Owner, with copy to Contractor.

PART 2 PRODUCT (NOT USED)

SS 01 31 19-1

SECTION 01 31 19

PROJECT MEETINGS

1.01 MEETINGS

A. Contractor to attend at no additional cost to Owner.

B. Preconstruction conference to be scheduled by Engineer.

C. Monthly progress meetings.

D. Special meetings as deemed necessary and scheduled by Owner or Engineer.

E. Special and final inspections by Owner or Engineer when requested.

F. Contractor responsible for preparing progress meeting agenda and distribution of meeting notes at no additional cost to Owner.

1.02 SCHEDULE OF SPECIAL REQUIREMENTS FOR THIS PROJECT

A. Meetings every 2 weeks until deemed excessive by NMSU.

SS 01 32 13-1

SECTION 01 32 13

CONSTRUCTION SCHEDULES

1.01 REQUIREMENTS INCLUDED

A. Promptly after award of the Contract, prepare and submit to Engineer estimated initial baseline construction progress schedules for the Work.

B. Submit revised progress schedules.

C. Schedule subject to approval of Engineer.

D. Schedule construction working hours.

1.02 FORM OF SCHEDULES

A. Basis of Schedule: Critical path network analysis of construction activities.

B. Format of Graphic Display of Schedule Submitted to Engineer:

1. Gantt horizontal bar chart as a printed copy or in pdf electronic file format, as specified herein.

2. Horizontal Time Scale: Identify the first work day of each week.

3. Provide separate horizontal bar for each activity. In general, subdivide activities into sub-activities having durations no more than 15 working days, so that progress can be easily tracked.

4. List the activities in chronological order according to the start date of each activity.

5. Indicate durations and start/stop dates for each activity.

6. Indicate the predecessor and successor activities for each activity.

7. Identify which activities are on the critical path.

1.03 CONTENT OF SCHEDULES

A. Activities: Show the complete sequence of construction by activity.

1. Include activities for:

a. Preparation of submittals for major equipment items.

b. Procurement of major equipment items.

c. Mobilization.

d. Preparation of operation and maintenance manuals for major equipment items.

e. Shakedown/startup testing.

f. Punchlist work.

g. Preparation of closeout documents.

SS 01 32 13-2

h. Any sequence or scheduling constraints specified in Section 01 12 16 –

Sequence of Work.

B. Milestones: Indicate milestone dates for:

1. Notice to Proceed.

2. Notice of Substantial Completion.

3. Final Completion.

1.04 PROGRESS REVISIONS

A. Indicate effective date of revision and show progress of each activity to date of submission.

B. Show changes occurring since previous submission of schedule:

1. Major changes in scope.

2. Activities modified since previous submission.

a. Revised projections of progress and completion.

b. Revised critical path activities.

c. Other identifiable changes.

C. Provide a narrative report as needed to define:

1. Problem areas, anticipated delays, and the impact on the schedule.

2. Corrective action to be taken.

1.05 SUBMISSIONS

A. Submit initial baseline schedules within fifteen (15) days after start of Contract Time.

1. Engineer will review schedules and return review comments within 10 days after receipt.

2. If required, resubmit within 7 days after return of review copy.

B. Submit updated schedules to show actual progress of Work with each application for payment: Section 01 29 00 – Payment Procedures.

C. Submit revised progress schedules when requested by Engineer or whenever project is more than 5% behind approved schedule as determined by monthly request for payment.

1.06 DISTRIBUTION

A. Distribute copies of the initial baseline and monthly updated schedules as follows:

1. Engineer’s Review Copy: One (1) printed copy or electronic file in .pdf format.

2. Engineer’s Record Copy: Four (4) printed copies.

1.07 CONSTRUCTION WORKING HOURS SCHEDULING

A. Notify Engineer at least 48 hours in advance of any work to be done outside of usual working hours or any change in usual working hours.

SS 01 32 13-3

PS 01 33 23-1

SECTION 01 33 23

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

1.01 SECTION INCLUDES

A. Shop Drawings

B. Product Data

C. Samples

D. Contractor Responsibility

E. Engineer Responsibility

F. Schedule of Submittals

1.02 RELATED WORK/REQUIREMENTS SPECIFIED ELSEWHERE

A. Conditions of the Contract: Definitions and Additional Responsibilities of Parties

1.03 SHOP DRAWINGS

A. Present drawings in a clear and thorough manner.

1. Sufficient detail to show kind, size, and arrangement and function of component materials and devices.

B. Minimum sheet size: 8-1/2” x 11”.

1.04 PRODUCT DATA

A. Preparation:

1. Provide information required in individual Sections.

2. Where sheets are reproduced from a pamphlet, catalog, or similar publication, print the manufacturer’s name and the title of the publication on each sheet, or set of sheets, if it is not already on the sheet.

3. Clearly mark each copy to identify applicable products or models by either neatly encircling pertinent data and marking the circle with an arrow or by crossing out all extraneous data, with black, indelible ink. Do not use highlighter because it will not reproduce well.

4. For items that may be installed at multiple locations throughout the project, such as pipe materials, valves, other pipe appurtenances, and field coatings, indicate in a cover letter where each item is intended to be installed.

5. Show performance characteristics and capacities.

6. Show dimensions and clearances required.

PS 01 33 23-2

7. Indicate weights of major components.

8. Indicate materials of construction.

9. Do not prepare submittal materials from facsimile (FAX) copies of product data unless specifically authorized by Engineer.

10. Material described on Drawings but not shown in the Specifications: Provide cut sheets as a minimum, or as called for on the Drawings.

B. Installation data for all materials and equipment for which operation and maintenance manuals will not be provided. Also provide installation data with shop drawing prior to delivery of equipment, if specified in the equipment Section.

1. Provide manufacturer’s installation instructions and recommendations.

2. Provide referenced standards for installation.

C. Manufacturer’s standard schematic drawings, diagrams, descriptions and information:

1. Modify to delete information that does not apply to Work.

2. Supplement to provide information specifically applicable to the Work.

1.05 SAMPLES

A. Samples shall be of sufficient size and quantity to clearly illustrate:

1. Functional characteristics of the project, with integrally related parts and attachment devices.

2. Full range of color, texture, and pattern.

B. Include identification on each sample, with full project information.

1.06 CONTRACTOR RESPONSIBILITIES

A. If substitutions of materials are proposed, conform to Section 01 25 00 – Substitution

Procedures.

B. Submit exactly the required quantity of materials.

C. Review Shop Drawings, Product Data, Certificates, Electrical Schematics, Electrical

Connection Diagrams, Test Reports, Installation Instructions, Samples, and similar required submittal materials for completeness and accuracy prior to submission.

Return unsatisfactory submittal materials to the supplier or manufacturer for correction.

D. Determine and Verify:

1. Field measurements.

2. Field construction criteria.

3. Catalog numbers and similar data.

4. Conformance with Specifications.

5. Conflicts with other items of construction past, present, or future.

6. Submittal materials are legible.

PS 01 33 23-3

E. Coordinate each submittal with requirements of the Work and of the Contract

Documents.

F. Notify the Engineer in writing, at time of submission, of any deviations in submittal from Contract requirements.

G. Begin no fabrication or work that requires submittals until return of submittals with

Engineer's final review.

1.07 SUBMITTAL PROCEDURES

A. Make submittals promptly and in such sequence as to cause no delay in the Work.

B. Execute and attach “Contractor Submittal Form” to each submittal. Sample form is attached to the end of this Section. Sign, date, and forward the Form and the

Contractor reviewed submittal materials to the Engineer.

C. Number submittals by respective section number followed by an “S” for submittals, “P” for preliminary O&M, and “F” for final O&M.

D. Include a copy of the respective Specification Section(s). For each paragraph of the

Specifications, confirm that the submittal complies and include a tab and sheet number where the information can be found for each paragraph of the Specification.

If the submittal does not comply with a paragraph, identify as such and provide an explanation why it does not. If this information is not provided with each submittal and preliminary O&M, then the Engineer will return as “Not Reviewed”. Final

O&Ms are excluded from this requirement.

1.08 RESUBMISSION REQUIREMENTS

A. Make corrections/changes in the submittals to comply with comments made by the

Engineer and resubmit until final review.

1. Attach Engineer’s comments from previous submittal annotated with action taken in the current submittal.

B. Number resubmittals as identified in paragraph entitled “Submittal Procedures”, and follow with a numeric value which identifies the number of resubmittals pertaining to that specific submittal.

C. Shop Drawings and Product Data:

1. Revise initial drawings or data, and resubmit as specified for the initial submittal.

2. Indicate any changes that have been made other than those requested by the

Engineer.

D. Samples: Submit new samples as required for initial submittal.

E. Specifically direct attention in writing to revisions other than the corrections called for by the Engineer on previous submittals.

PS 01 33 23-4

F. Include a copy of previous “Contractor Submittal Forms”.

G. Include a copy of previous Engineer’s comments, marked to show Contractor’s responses. If not provided, submittal will be returned as “Rejected/Resubmit.”

H. Furnish all applicable information in the resubmittal, including information on material that was favorably reviewed. Upon request, the Engineer will return all but one of the original submittals for reuse by the Contractor.

I. Partial resubmittals are allowed, but following favorable review of the partial resubmittal, provide complete resubmittals including all favorably reviewed material.

1.09 DISTRIBUTION

A. Copy and distribute submittals returned by Engineer marked “No Exception Taken” or “Make Corrections Noted”:

1. Job site file.

2. Job site record documents file.

3. Subcontractors and suppliers as appropriate.

B. If returned by Engineer, distribute samples marked “No Exception Taken” or “Make

Corrections Noted” as directed by the Engineer.

1.10 ENGINEER RESPONSIBILITIES

A. Review submittals with reasonable promptness as specified herein in the Timeliness subsection.

B. Return submittals with completed Contractor Submittal Form with signature and attach review comments if needed.

C. Return one copy of submittal to Contractor.

D. Submittal Review Status Categories:

1. “NO EXCEPTION TAKEN” – Reviewed for general conformity to the requirements of the Contract Documents. Quantities shown not verified.

Contractor’s full responsibility is in no way relieved by this action.

2. “MAKE CORRECTIONS NOTED” – Reviewed and noted for general conformity to requirements of the Contract Documents. Quantities shown not verified. Contractor’s responsibility is in no way relieved by this action.

Resubmittal is not required, provided Contractor concurs with, accepts, and complies with A/E’s comments.

3. “REVISE & RESUBMIT” – Reviewed and not accepted. Provide missing information, make corrections as noted, and resubmit full submittal.

4. “REJECTED/RESUBMIT” – Reviewed or partially reviewed and not accepted.

Resubmit information in conformance with the Contract Documents.

5. “RECEIPT ACKNOWLEDGED” – Submittal for Section is not required or submittal is being held by A/E for coordination of work with that of another

Section.

PS 01 33 23-5

E. Return submittals with only cursory review and marked “Revise & Resubmit” or

“Rejected/Resubmit” when:

1. It becomes apparent the submittal is not acceptable,

2. The submittal has not been thoroughly reviewed by the Contractor,

3. Submittal does not cover all of a Section,

4. Submittal improperly contains information for more than one Section, or

5. Submittal is illegible.

F. Return resubmittals only containing partial information.

G. Discard submittal copies in excess of those scheduled.

1.11 LIMITS OF ENGINEER’S RESPONSIBILITY

A. Engineer’s review does not constitute acceptance or responsibility for accuracy of dimensions or quantities.

B. Engineer’s review does not relieve the Contractor from meeting requirements of the

Contract Documents.

C. Engineer’s review does not constitute approval for any deviation from the Contract

Documents unless such deviations are specifically stated as such on the submittal and specifically allowed by the Engineer by specific written notification for each such variation.

D. Engineer’s review does not relieve the Contractor from responsibility for errors or omissions in the Shop Drawings or from responsibility for having complied with the

Contractor’s Responsibilities portion of this Section.

E. Engineer’s review will be only for conformance with the design concept of the

Project and for compliance with the information given in the Contract Documents and shall not extend to means, methods, techniques, sequences or procedures of construction or to safety precautions or programs incident thereto. The review of a separate item as such will not indicate approval of the assembly in which the item functions.

1.12 PAYMENT AND TIME FOR REVIEW OF EXCESSIVE SUBMITTALS

A. Submittals after first resubmittal:

1. Owner will charge Contractor for all of Engineer’s review time and costs at

Engineer’s standard billing rates through a credit by Change Order.

2. Reviewed by Engineer at convenience of the Engineer.

1.13 FORMAT

A. Furnish individual submittal packages for each Section. Include a separate Contractor

Submittal Form for each Section.

PS 01 33 23-6

B. The Contractor may elect to make a single submittal for all Sections supplied by a single manufacturer/supplier. Such single submittal must conform to the following:

1. Index the submittal with tabs with one and only one Section under a single tab.

2. Include a separate Contractor Submittal Form for each Section.

3. Identify submittal packages on the front or on the first page with the Owner’s name, the project name, the Contractor’s name, the subcontractor’s name, the date, and the contents of the binder, including the Specification Section(s), title(s), and number(s).

C. Minimum Acceptable Binding Methods:

1. Submittals of no more than six sheets per set, including cover sheets: Staple in sets.

2. Submittals of seven to 25 sheets per set: Punch sheets and assemble in a soft-cover binder with 3-hole metal fold-down clips to hold pages or in a ring binder.

3. Submittals of 26 to 75 sheets: Punch sheets and assemble in a hard-cover ring binder.

4. Submittals of more than 75 sheets: Punch sheets and assemble in a hard-cover

D-ring binder.

5. Fold 11” x 17” drawings to fit into bound sets of submittals.

6. Furnish drawings larger than 11” X 17” folded and inserted in pockets in the binders. Provide a complete index in the submittal literature set.

1.14 TIMELINESS

A. As a minimum, the Contractor shall allow the following number of calendar days for submittal process:

Engineer’s Review Time

Initial Submittal 14

Resubmittal 7

Operation and Maintenance Manuals 16

1. Engineer’s Review Time is the time the submittal is in the Engineer’s office.

2. The Engineer will process first those items with higher priority based on a written request from the Contractor.

B. Turnaround time for complex submittals (such as process equipment systems with multiple components, mechanical systems, electrical equipment, instrumentation control systems, and electrical process and instrumentation drawings) may exceed the total indicated in Paragraph 1.14A.

C. Materials, equipment, supplies, or labor to install such materials or equipment for which submittals have not been marked “No Exception Taken” or “Make Corrections

Noted” are not eligible for payment and such materials and equipment shall not be allowed on the job site.

PS 01 33 23-7

1.15 PROJECT RECORD DOCUMENTS

A. If the equipment installed deviates in any way from the submittal for the equipment, then submit copies of submittals that are corrected to show actual equipment supplied.

1.16 ATTACHMENTS TO THIS SECTION

A. Contractor Submittal Form

1.17 REQUIRED SUBMITTALS

A. Quantity, submit in one of the following formats:

1. Electronic Format:

a. Submittals in electronic searchable .pdf format are allowed.

b. Engineer’s submittal review will be returned to Contractor in electronic format.

c. After an electronic submittal is accepted by the Engineer as final, submit one printed copy to Engineer to retain for field use.

d. Any additional printed copies received will be discarded by Engineer.

e. Refer to Section 01 78 39 – Project Record Documents for submittal of one printed record set of submittals at Contract close-out.

2. Or Printed Format:

a. For submittals in printed format only, submit five copies. Engineer will retain four copies.

b. Engineer will return one copy to Contractor.

c. Any additional copies received will be discarded by Engineer.

B. See individual Specification Sections for description of required submittals.

PS 01 33 23-8

CONTRACTOR SUBMITTAL FORM

S p ec if ic at io n N o

T it le /D es cr ip ti o n

Project: Contractor’s Submittal No.:

Date:

Product Description:

CONTRACTOR: Dates of any previous submissions:

Subcontractor / Supplier: Manufacturer:

Specification No.: Drawing Nos.:

Are there any deviations to the Contract Documents? No Yes (Explain and Identify:)

Undisclosed deviations/modifications do not relieve the Contractor from the obligation to provide the specified product and detail of installation, and may be cause for rejection of the Work. Deviations and modifications must be listed here or in a separate

Request for Substitution.

CONTRACTOR’S CERTIFICATION: This submittal has been reviewed by the Contractor in compliance with

Submittal Procedures of the CONTRACT DOCUMENTS’ SPECIFICATIONS. Any deviations or substitutions to the

CONTRACT DOCUMENTS have been identified above and submitted in compliance with the CONTRACT DOCUMENTS.

If this is a re-submittal, identify on a sheet(s) attached to this form all responses to comments on the previous submittal and all changes other than those specifically requested by the A/E on the previous submittal.

Signed _______________________________________ Date:

A/E’S REVIEW RESPONSE

(Refer to Submittal Specification for explanation of categories.)

Date Received: No.